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Queensferry

Module 06

Soil compaction and earthworks

Densifying soil by expelling air: the compaction curve, optimum water content, the zero-air-voids ceiling, and how compaction is specified and controlled on site.

What this module covers

  • Distinguish compaction (expelling air) from consolidation (expelling water)
  • Explain the shape of the dry-unit-weight vs water-content compaction curve
  • Define optimum water content and maximum dry unit weight
  • Derive and use the zero-air-voids line as the ceiling every curve sits below
  • Explain how compactive effort shifts the curve
  • Interpret a field specification (percentage of maximum dry density, air voids)

Lessons

  1. Expelling air to densify soil, and why it differs from consolidation.

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  2. Optimum water content, maximum dry unit weight, and the ceiling no curve can cross.

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  3. From the laboratory curve to a site specification and its control.

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Module checkpoint

Check what you have taken in

2 questions

  1. Question 1

    A soil with Gs = 2.68 is compacted to γd = 17.9 kN/m³ at w = 13%. What is its air-voids content, as a percentage? (γw = 9.81 kN/m³. Use A = 1 − γd(1 + wGs)/(Gs·γw).)

  2. Question 2

    Increasing the compactive effort on a soil generally does what to the compaction curve?